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2018 | OriginalPaper | Chapter

Experimental Investigation of Bond-Dependent Coefficient of Glass Fiber Reinforced Polymer Bars

Authors : Thuy Duong Tran, Manh Hung Nguyen, Trung Hieu Nguyen

Published in: Proceedings of the 4th Congrès International de Géotechnique - Ouvrages -Structures

Publisher: Springer Singapore

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Abstract

In recent years, Glass Fiber Reinforced Polymer (GFRP) bars have become an alternative to steel reinforcement in concrete structures. Due to the relatively low modulus of elasticity and the different surface treatment, the problems of bond between the GFRP bars and the concrete should be carefully considered. This paper focus on the experimental evaluation of the bond–dependent coefficient (kb) of GFRP bars according to the ACI 440.1R-06. This coefficient takes into account the degree of bond between the GFRP bar and the surrounding concrete and was used in calculating of serviceability limited state of concrete structures.

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previous chapter BATIPACK®: An Innovative and Ecologic Building Process
next chapter Experimental Research on Flexural Strengthening of Two-Way Reinforced Concrete Slabs Using Carbon Fiber Reinforced Polymer Sheets
Literature
1.
ACI 440.1R-03: Guide for Design and Construction of Concrete Reinforced with FRP Bars. American Concrete Institute, Farmington Hills (2003)
2.
ACI 440.1R-06: Guide for Design and Construction of Concrete Reinforced with FRP Bars. American Concrete Institute, Farmington Hills (2006)
3.
ACI 440.3R-12: Guide Test Methods for Fiber-Reinforced Polymer (FRPs) for Reinforcing or Strengthening Concrete Structures. American Concrete Institute, Farmington Hills (2012)
4.
CSA S806-12: Design and Construction of Building Components with Fiber Reinforced Polymers, CAN/CSA S806-12, Rexdale, ON (2012)
5.
El-Nemr, A., Ahmed, E., Benmokrane, B.: Bond-dependent coefficient of glass and carbon FRP bars in normal and high-strength concretes. J. Constr. Build. Mater. 01(01), 21–38 (2016)
6.
Frosh, R.J.: Another look at cracking and crack control in reinforced concrete. ACI Struct. J. 96(3), 437–442 (1999)
7.
Gergely, P., Lutz, L.A.: Maximum Crack Width in Reinforced Concrete Flexural Members, ACI SP-20, pp. 87–117. American Concrete Institute, Detroit (1968)
8.
Kassem, C., Farghaly, A.S., Benmokrane, B.: Evaluation of flexural behavior and serviceability performance of concrete beams reinforced with FRP bars. J. Compos. Constr. 15(5), 682–695 (2011)CrossRef
Metadata
Title
Experimental Investigation of Bond-Dependent Coefficient of Glass Fiber Reinforced Polymer Bars
Authors
Thuy Duong Tran
Manh Hung Nguyen
Trung Hieu Nguyen
Copyright Year
2018
Publisher
Springer Singapore
Book
Proceedings of the 4th Congrès International de Géotechnique - Ouvrages -Structures

Print ISBN: 978-981-10-6712-9

Electronic ISBN: 978-981-10-6713-6

Copyright Year: 2018

DOI
https://doi.org/10.1007/978-981-10-6713-6_86